Computational mechanics of multiphase materials-modeling strategies at different scales

Authors

  • G¨unther Meschke Institute for Structural Mechanics, Ruhr University Bochum
  • Dirk Leonhart Institute for Structural Mechanics, Ruhr University Bochum
    Germany
  • Jithender J. Timothy Institute for Structural Mechanics, Ruhr University Bochum
    Germany
  • Zhou Meng-Meng Institute for Structural Mechanics, Ruhr University Bochum
    Germany

Keywords:

micromechanics, poromechanics, Extended Finite Element Method, homogenization, multi-phase models, diffusion, durability, soil freezing

Abstract

The paper addresses various scale-bridging modeling and discretization strategies for multiphase porous materials, starting with a micromechanics model for ion transport within the pore space to generate homogenized diffusion coefficients. Using homogenized macroscopic properties, the theory of poromechanics provides the modeling framework for the macroscopic representation of transport and phase change processes as it is demonstrated for freezing of porous materials using a three-field formulation. The theory of poromechanics is again employed as an appropriate representation of more or less intact porous materials, in conjunction with a two-field Extended Finite Element model as a scale bridging tool to describe coupled hydro-mechanical processes in cracked porous materials at a macroscopic level.

Published

2017-01-25

Issue

pp. 73–89

Section

Articles

How to Cite

Meschke, G., Leonhart, D., Timothy, J. J., & Meng-Meng, Z. (2017). Computational mechanics of multiphase materials-modeling strategies at different scales. Computer Assisted Methods in Engineering and Science, 18(1–2), 73–89. https://cames3.ippt.pan.pl/index.php/cames/article/view/122